Summary for Test 2024-07-09-90-6
Test performed: AASHTO T315-22Project Information
| Project Identifiers | Project ID: 995525 DEA: 024J8304 EFIS: 0223000078 |
|---|---|
| DIST-CO-RTE-PM | 02-MOD-395-34.0/39.9 |
| Award Date | 02/21/2024 |
| Closeout Date | 01/24/2025 |
| Work Description | LINVILLE CREEK OVERLAY - HMA OVERLAY, REPLACE ASPHALT CONCRETE SURFACING AND SHOULDER BACKING. |
| Location Description | MODOC COUNTY NEAR DAVIS CREEK FROM 0.4 MILE SOUTH OF JOSEPH CREEK ROAD TO 1.7 MILES SOUTH OF DAVIS CREEK ROAD |
| QA Service Level | 1 (Verified on 12/29/2023) |
Sample Information
| Sample Taken Date | 07/09/2024 | Sample Unique Key | 90 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 07/16/2024 |
| Sample type | Verification | A brief description of the sample | Asphalt Binder PG 58-34M |
| The quantity of what the sample constitutes | 2 CANS | From where was the sample collected | Source |
| First name of sampler or witnessed by | C | Last name of sampler or witnessed by | Bryant |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Hat Creek Construction | Transportation Laboratory (TL) Number | C853414 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | D79638 | Structure unique identifier | |
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 58-34 M |
|---|---|---|---|
| Modified | Yes | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | HAT CREEK CONSTRUCTION | |
| Certified Asphalt Supplier | Albina Asphalt (Klamath Falls Plant) - Klamath Falls OR | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number |
Test Details
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DIME Sample ID: 2024-07-09-90
DIME Test ID: 2024-07-09-90-6
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2024-07-26
Test Results
Phase: RTFO residue two specimens
Input Type: Measured
Tester's full name: Hamidullah Barati
Date of test: 07/22/2024
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.00 %
Stress Amplitude: 0.943 kPa
Phase Angle (δ) (for the 10 cycles): 61.7 degree
Complex Modulus (G*) (for the 10 measurements): 9.379 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 10.65 kPa
Stress Amplitude 2: 0.527 kPa
Phase Angle 2 (δ) (for the 10 cycles): 62.5 degree
Complex Modulus 2 (G*) (for the 10 measurements) : 5.244 kPa
Test Temperature (Specimen 2): 64.0 C
Dynamic Shear 2, G*/sin(δ): 5.91 kPa
Delta at 2.2 kpa: 63.1 degree
General comments (publicly viewable) (Max 1000 characters): RTFO +6C
Test was verified on 7/26/2024 ✔